LOCATION MAP NOT TO SCALE HAZEN AND SAWYER 6675 CORPORATE CENTER PKWY, SUITE 330 JACKSONVILLE, FLORIDA 32216 BID SET LAKESHORE WATER TREATMENT PLANT WELLHEAD NO. 2 REHABILITATION JEA JACKSONVILLE, FLORIDA HAZEN CONTRACT No. 42015-008 JEA PROJECT No. 8003982 MAY 2019 SAN JUAN AVE ROOSEVELT BLVD PROJECT LOCATION BLANDING BLVD HAMILTON ST LAKESHORE WTP WELL NO. 2 4594 APPLETON AVE JACKSONVILLE, FL 32210
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LOCATION MAP
NOT TO SCALE
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
BID SET
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
JEA
JACKSONVILLE, FLORIDA
HAZEN CONTRACT No. 42015-008
JEA PROJECT No. 8003982
MAY 2019
SAN JUAN AVE
RO
OSEVELT BLVD
PROJECT LOCATION
B
L
A
N
D
I
N
G
B
L
V
D
HAM
ILTO
N ST
LAKESHORE WTP
WELL NO. 2
4594 APPLETON AVE
JACKSONVILLE, FL 32210
ABBREVIATIONS
VALVES, FITTINGS, ETC.
PIPING
GENERAL
BLIND FLANGE
AIR RELIEF VALVEARV
BF
EXPANSION JOINT
CHECK VALVE
BUTTERFLY VALVE
FLANGE
FITTING
CV
BFV
EXP JT
FTG
FLG
MECHANICAL JOINT
GATE VALVE
PLUG VALVE
PLAIN END
GV
NPT
MJ
PV
PE
PRV
NATIONAL PIPE THREAD
THREADEDTHD
COUPLINGCPLG
HOSE BIBBHB
PUMP STATIONPS
RJ RESTRAINED MECHANICAL JOINT
PO PUSH ON
AB ANCHOR BOLT
AL, ALUM ALUMINUM
APPROX APPROXIMATE
BLK BLOCK
BLDG BUILDING
BOTT BOTTOM
CB CATCH BASIN
CC CENTER TO CENTER
CL, CENTER LINE
CLDI CEMENT LINED DUCTILE IRON
CLR CLEAR
CNR CORNER
CO CLEAN OUT, COMPANY
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CU COPPER OR CUBIC
DET DETAIL
DI DUCTILE IRON
DIAG DIAGONAL
DIA DIAMETER
DIM DIMENSION
DISCH DISCHARGE
DN DOWN
DRN DRAINS
DWG(S) DRAWING(S)
DW DEWATERING WELL
EA EACH
ECC ECCENTRIC
EE EACH END
EF EACH FACE
EFF EFFLUENT
ELEC ELECTRIC
EL, ELEV ELEVATION
EOP EDGE OF PAVEMENT
EQUIP EQUIPMENT
EW EACH WAY
EXIST, EX. EXISTING
EXP EXPANSION
EXT EXTERIOR
FIG FIGURE
FIN FINISH
FL FLOOR
FT FOOT/FEET
FTG FOOTING
GAL GALLON
GALV GALVANIZED
GR GRADE
H HIGH
HB HOSE BIBB
HORIZ HORIZONTAL
HPT HIGH POINT
HR HANDRAIL
HWL HIGH WATER LEVEL
IE INVERT ELEVATION
INFL INFLUENT
INJ INJECTION
ID INSIDE DIAMETER
IF INSIDE FACE
INT INTERIOR
ISO ISOLATION
INV INVERT
JT JOINT
LF LINEAL FEET
LG LONG
LN LINE
LPT LOW POINT
LR LONG RADIUS
LWL LOW WATER LEVEL
MFGR MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
NAVD NORTH AMERICAN VERTICAL DATUM
MIN MINIMUM
NGVD NATIONAL GEODETIC VERTICAL DATUM
NIC NOT IN CONTRACT
No. NUMBER
NTS NOT TO SCALE
OC ON CENTER
OPNG OPENING
OD OUTSIDE DIAMETER
OF OVERFLOW
OW OBSERVATION WELL
PP POWER PANEL
PS PUMP STATION
PSI POUNDS PER SQUARE INCH
LBS/FT POUNDS PER FOOT
P/L PROPERTY LINE
RAD, R RADIUS
RECIR RECIRCULATION
RED REDUCER/REDUCING
REINF REINFORCING
REQ'D REQUIRED
RVSS REDUCED VOLTAGE SOFT STARTER
SCH SCHEDULE
SECT SECTION
SPEC SPECIFICATION
STL SQUARE SQ STEEL
STRUC STRUCTURAL
SYMM SYMMETRICAL
TEMP TEMPORARY
THK THICK
T&B TOP AND BOTTOM
TOC TOP OF CONCRETE
TOS TOP OF STEEL/TOP OF SLAB
TYP TYPICAL
UGE UNDERGROUND ELECTRIC
V VENT
VERT VERTICAL
WTR WATER
W/L WATER LEVEL
WWF WELDED WIRE FABRIC
W WIDE
W/ WITH
W/O WITHOUT
AIR AIR, LOW PRESSURE PROCESS
ARI AERATION BASIN INFLUENT
CIP CAST IRON PIPE
CPVC CHLORINATED POLYVINYL CHLORIDE
CS CHLORINE SOLUTION
D DRAIN, SANITARY
DIP DUCTILE IRON PIPE
DR DRAIN (PROCESS)
EFF EFFLUENT
FA FOUL AIR
FM FORCE MAIN
FRP FIBERGLASS REINFORCED PIPE
GSP GALVANIZED STEEL PIPE
HDPE HIGH DENSITY POLYETHYLENE
IPS IRON PIPE SIZE
IRR IRRIGATION
ML MIXED LIQUOR
NPW NON POTABLE WATER
OF OVERFLOW
PCCP PRESTRESSED CONCRETE CYLINDER PIPE
PD PLANT DRAIN
PLW PLANT WATER
PSW PLANT SERVICE WATER
PLW PLANT WATER
POT POTABLE WATER
PVC POLYVINYLCHLORIDE
RAS RETURN ACTIVATED SLUDGE
RCP REINFORCED CONCRETE PIPE
REUSE PLANT REUSE/ SERVICE WATER
RW REUSE WATER
SAN SANITARY
SA SAMPLE
SCE SECONDARY CLARIFIER EFFLUENT
SCI SECONDARY CLARIFIER INFLUENT
SCM SCUM
STM STORM DRAIN
SL SLUDGE
SS, SST STAINLESS STEEL
STL STEEL
WAS WASTE ACTIVATED SLUDGE
AIR VACUUM RELIEF VALVEAVRV
INSTRUMENTATION IDENTIFICATION LETTERS
SUCCEEDING LETTERS
USER'S CHOICE
CONTROL
USER'S CHOICE
CLOSE
DEVIATION
DIFFERENTIAL
ANALYSISA
B
C
D
FIRST LETTERS
USER'S CHOICE
CONTROL STATION
USER'S CHOICE
HIGH
LOW
USER'S CHOICE
SWITCH
MULTIFUNCTION
UNCLASSIFIED
TRANSMIT
UNCLASSIFIED
OPEN
RATIO
MOMENTARY
SCAN
FLOW, FLOW RATE
VOLTAGE (EMF)
USER'S CHOICE
CURRENT
E
F
G
H
I
LEVEL
TORQUE
K
L
M
N
J POWER
SAFETY
WELL PROBE
QUANTITY
RADIATION
P
Q
R
S
MULTIVARIABLE
VIBRATION,
TEMPERATURE
U
V
T
X
Y
W
O USER'S CHOICE
SENSOR, PRIMARY
LIGHT
RECORD
MULTIFUNCTION
ACCESSORY DEVICES,
Z
DENSITY (MASS)
OR SPECIFIC
GRAVITY
HAND
READOUT/
PASSIVE
FUNCTION
ALARM
MEASURED OR
INITIATING
VARIABLE
CONDUCTIVITY
BURNER,
COMBUSTION
INDICATE
ORIFICE,
RESTRICTION
POINT (TEST
CONNECTION)
INTEGRATE,
TOTALIZE
DRIVER, ACTUATOR,
UNCLASSIFIED FINAL
CONTROL ELEMENT
VALVE, DAMPER,
LOUVER
MIDDLE,
INTERMEDIATE
MOISTURE OR
HUMIDITY
TIME, SCHEDULE
POSITION,
DIMENSION
EVENT, STATE,
PRESENCE
SPEED,
FREQUENCY
PRESSURE
TIME RATE OF
CHANGE
AUXILIARY
DEVICES
WEIGHT, FORCE
UNCLASSIFIED
DIFFERENCE,
GLASS, GAUGE,
VIEWING DEVICE
Z-AXIS, SAFETY
INSTRUMENTED
SYSTEM
ELEMENT
USER'S CHOICE
INTEGRATE,
TOTALIZE
RUN
STOP
ANALYSIS
MECHANICAL
X-AXIS
UNCLASSIFIED
Y-AXIS
VARIABLE
MODIFIER
OUTPUT/ ACTIVE
FUNCTION
FUNCTION
MODIFIER
PRESSURE RELIEF VALVE,
PRESSURE REDUCING VALVE
C.T.K.
J.M.J.
S.C.R.
G02
INDEX, GENERAL NOTES
AND ABBREVIATIONS
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
INDEX OF DRAWINGS
DRAWING NO. TITLE
GENERAL
G01 COVER SHEET AND LOCATION MAP
G02
INDEX, GENERAL NOTES AND ABBREVIATIONS
G03 LEGEND AND SYMBOLS
CIVIL
C01 CIVIL NOTES
C02 SITE PLAN DEMOLITION
C03 SITE PLAN PROPOSED
C04 CIVIL DETAILS
MECHANICAL
M01 WELL NO. 2 - DEMOLITION PLAN AND SECTION
M02 WELL NO. 2 - PROPOSED PLAN AND SECTION
M03 WELL NO. 2 DETAILS SHEET 1
M04 WELL NO. 2 DETAILS SHEET 2
STANDARD DETAILS
D01 MISCELLANEOUS STANDARD DETAILS
1. JEA STAFF ONLY ARE TO OPERATE VALVES.
GENERAL NOTES
ELECTRICAL
E01 ELECTRICAL NOTES
E02 ELECTRICAL LEGEND AND SYMBOLS
E03 WELLHEAD NO.2 SINGLE LINE DIAGRAM
E04 WELLHEAD NO.2 P&ID
E05 WELLHEAD NO.2 SITE ELECTRICAL PLAN
E06 WELLHEAD NO.2 LOCAL CONTROL PANEL LCP-WH2
SCHEMATICS AND NOTES
E07 JEA ELECTRIC SERVICE DETAILS
E08 ELECTRICAL DETAILS SHEET 1
E09 ELECTRICAL DETAILS SHEET 2
E10 JEA STANDARD SCADA PANEL DETAILS SHEET 1
E11 JEA STANDARD SCADA PANEL DETAILS SHEET 2
E12 JEA STANDARD SCADA PANEL DETAILS SHEET 3
E13 JEA STANDARD SCADA PANEL DETAILS SHEET 4
E14 JEA STANDARD SCADA PANEL DETAILS SHEET 5
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
SECTION AND DETAIL IDENTIFICATIONSYMBOLS
MECHANICAL
REDUCER (DOUBLE LINE)
REDUCER (SINGLE LINE)
CONCRETE PIPE SUPPORT
MAGNETIC METER (SINGLE LINE)
GAUGE
VENTURI METER
S
MOTOR OPERATED
SOLENOID
BUTTERFLY VALVE / DAMPER
BALL VALVE
MAGNETIC METER (DOUBLE LINE)
M
BALL CHECK VALVE
M
PNEUMATIC VALVE
P
PIPE MATERIAL CHANGE
THROUGH PLUG VALVE
DIAPHRAGM VALVE
M
PUMP CONTROL VALVE
THREE WAY VALVE
MECHANICAL COUPLING
HOSE BIBB (ELEVATION)
HOSE BIBB (PLAN)
GROOVED COUPLING OR ARCHED BAND
HARNESSED EXPANSION JOINT
HARNESSED MECHANICAL COUPLING
BACKPRESSURE REGULATOR
PRESSURE REDUCING/RELIEF VALVE
UNION
EXPANSION JOINT
WELDED JOINT
THREADED JOINT
PUSH-ON JOINT
MECHANICAL JOINT
FLANGED JOINT
SOCKET WELDED JOINT
PLUG VALVE
GATE VALVE
MECHANICAL CONT.
WUP
WOOD UTILITY POLE
LP
E ELECTRIC MANHOLE
CONCRETE UTILITY POLE
CUP
GENERAL/CIVIL
TEST HOLE LOCATION
EXISTING CATCH BASIN
WATER METER
WELL
TRAVERSE POINT
VALVE BOX
TELEPHONE RISER
TELEPHONE CABLE RISER
CONCRETE MONUMENT (AS NOTED)
CAPPED IRON ROD (AS NOTED)
SOIL BORING LOCATION
P.K. NAIL
MANHOLE
LIGHT POLE
SIGN
CHISEL SQUARE
GUY ANCHOR AND WIRE
GAS RISER
FIRE HYDRANT
BENCH MARK
ELECTRIC BOX
AERIAL TARGET
CLEAN OUT
ELECTRICAL TRANSFORMER PAD
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
CONTOUR LINE ELEVATION
CO
IRON PIPE (I.P.)
ELECTRIC METER/SERVICE
TELEPHONE MANHOLE
SANITARY MANHOLE
S
D
STORM MANHOLE
VALVE PIPE
VP
GROUND ROD
BELLSOUTH MANHOLE
BSMH
GRD
T
C
T
W
T
F
E
G
DETAIL IDENTIFICATION
SECTION IDENTIFICATION
STANDARD DETAIL IDENTIFICATION
GENERAL NOTES:
YARD DRAIN
HOSE BIBB
G
PRESSURE GAUGE WITH
DIAPHRAGM SEAL
QUICK DISCONNECT COUPLER
CAPPED END OR PLUGGED END
STATIC MIXER
(2) ON DRAWING S-HDW-10 THIS DETAIL IDENTIFIED AS:
(1) DETAIL CALL-OUT ON DRAWING 1M-204 AS:
(2) ON DRAWING M-AEB-02 THIS SECTION IS IDENTIFIED AS:
(1) SECTION CUT ON DRAWING 1M-200:
NUMBER
STANDARD DETAIL
1509221
STANDARD DETAILS ARE ARRANGED IN NUMERICAL ORDER
ON THE STANDARD DETAIL SHEETS
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT
NUMBER AND ARE SHOWN ON THE CONTRACT DRAWINGS AS SHOWN:
* NOTE: IF PLAN AND SECTION (OR DETAIL CALL-OUT AND
DETAIL) ARE SHOWN ON SAME DRAWING, DRAWING
NUMBER MAY BE REPLACED BY A LINE.
Y- STRAINER
PULSATION DAMPENER
PRESSURE RELIEF VALVE
DIAPHRAGM SEAL
METERING PUMP
ROTAMETER
BACKFLOW PREVENTER
PUMP
8.50
CHECK VALVE (SINGLE LINE)
CHECK VALVE (DOUBLE LINE)
DETAIL3
M011/2"= 1'-0"
3
M03
SECTION
M01
A
1/4"= 1'-0"
M03
A
1. ELECTRICAL AND INSTRUMENTATION SYMBOLS SHOWN ON
ELECTRICAL SHEETS.
2. FOR WELDING SYMBOLS USE AMERICAN WELDING SOCIETY
STANDARD SYMBOLS. SEE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION MANUAL.
3. * SYMBOL INDICATES A DIMENSION OR ELEVATION DEPENDENT
ON EQUIPMENT SUPPLIED.
4. ** SYMBOL INDICATES A DIMENSION TO BE VERIFIED IN THE
FIELD BY THE CONTRACTOR.
5. ELEVATIONS ARE SHOWN IN NAVD 88.
C.T.K.
J.M.J.
S.C.R.
G03
LEGEND AND SYMBOLS
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
1/32"=1'-0"
32 16 0 32'
C.T.K.
G.H.D.
S.C.R.
C01
CIVIL NOTES
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
NO
T A
PP
LIC
AB
LE
AP
PLI
CA
BLE
N/A
904-781-0741
904-733-8011
904-630-2489
904-630-2489
904-360-5200
904-665-7299
904-665-6000
904-665-7500
904-665-6000
904-665-4802
904-665-4801
904-665-4465
904-443-7316
811
B. AT&T ~ GREG LUMPIESZ~ NORTH DISTRICT
C. AT&T ~ RYAN McFARLAND~ SOUTH DISTRICT
D. CITY OF JACKSONVILLE ~ PUBLIC WORKS DEPT.
E. CITY OF JACKSONVILLE ~ TRAFFIC OPERATIONS
F. FLORIDA DEPT. OF TRANSPORTATION
G. JEA ~ WATER DISTRIBUTION ~ ROBERT ALLSBROOK
I. JEA ~ GENERAL INFORMATION
J. JEA ~ PROJECT OUTREACH
K. JEA ~ POWER OUTAGES
L. JEA ~ SEWER PROBLEMS
M. JEA ~ WATER PROBLEMS
N. JEA ~ WATER & SEWER LOCATES ~ BRENDA FORBES
S. TECO/PEOPLES GAS
T. SUNSHINE ONE CALL
AP
PLI
CA
BLE
NO
T A
PP
LIC
AB
LE
1. ALL ELEVATIONS ARE BASED ON U.S.C.&G.S. DATUM AND SHOWN IN FEET.
2. ELEVATIONS ARE BASED ON N.A.V.D. 88 PER R.E. HOLLAND & ASSOCIATES. 9770 OLD BAYMEADOWS RD, #105,
JACKSONVILLE, FL 32256. PHONE: (904) 260-6300
3. LOCATION OF EXISTING UTILITIES OBTAINED BY SOFT DIG LOCATES WHERE SHOWN ON PLANS, OR INCLUDED WITH BID
SPECS.
4. EXISTING WATER AND SEWER LINES ARE SHOWN AS PER FIELD LOCATES AND SUBDIVISION AS-BUILT PLANS.
5. UNDERGROUND UTILITIES WERE LOCATED UTILIZING GROUND PENETRATING RADAR (GPR) AND A DIGITAL LOCATOR.
CONTRACTOR SHALL BE AWARE THAT IN SOME CASES UTILITIES HAVE BEEN LOCATED, AND SURVEY HAS BEEN
COMPLETED ONLY ON ONE SIDE OF THE ROAD.
6. ALL PIPE LENGTHS SHOWN ON PLAN AND PROFILES ARE FROM CENTER TO CENTER OF MANHOLES, CATCH BASINS, INLETS
ETC. OR ALONG THE CENTER LINE OF FORCE MAINS AND WATER MAINS.
7. INVERT ELEVATIONS SHOWN ON DRAWINGS REFER TO THE CENTERLINE OF MANHOLES, UNLESS OTHERWISE INDICATED.
8. THE LOCATION OF ALL EXISTING SEWER AND WATER SERVICE LINES MAY NOT BE INDICATED ON THESE PLANS. THE
LOCATION OF NEW SERVICES SHALL BE VERIFIED IN THE FIELD.
9. REFERENCE BENCHMARK DATA: SURVEY DISK ON SOUTHEAST SIDE OF STATE ROAD 128 (SAN JUAN AVENUE) CEDAR
CREEK BRIDGE. 2.35 MILES TO OVERPASS OF INTERSTATE 10 AND STATE ROAD 103 (LANE AVENUE), GO EAST 0.9 MILES
TO EAST BANK OF CEDAR CREEK BRIDGE.
SURVEY AND LOCATE DATA:
1. CONTRACTOR TO OBTAIN ALL REQUIRED RIGHT-OF-WAY PERMITS.
2. CONTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS SPECIFICALLY SHOWN ON PLANS
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS
WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED.
4. THE DEPARTMENT OF TRANSPORTATION, RAILROAD COMPANIES AND C.O.J. ARE TO BE NOTIFIED IN ADVANCE OF
CONSTRUCTION PER THEIR RESPECTIVE PERMIT CONDITIONS.
5. ALL WORK SHALL BE IN ACCORDANCE WITH BID DOCUMENTS, JEA WATER AND SEWER STANDARDS, DETAILS AND
MATERIALS MANUAL, REV. 01/18. AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL
APPLICABLE STATE AND LOCAL REGULATIONS.
6. IF SOLVENT CONTAMINATION IS FOUND IN THE PIPE TRENCH, WORK SHALL BE STOPPED AND THE PROPER AUTHORITIES
NOTIFIED. WITH APPROVAL OF THE PERMITTING AGENCY, DUCTILE IRON PIPE, FITTINGS AND SOLVENT RESISTANT
GASKET MATERIAL SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE SHALL EXTEND AT LEAST 100
FEET BEYOND ANY SOLVENT NOTED.
7. THE CONTRACTOR SHALL NOTIFY APPLICABLE UTILITY CONTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO
CONSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS.
8. TREE PROTECTION SHALL BE IN ACCORDANCE WITH JACKSONVILLE ORDINANCE CODE 656 AND/OR AS
DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED.
USE SMALLER EQUIPMENT IF NECESSARY.
9. THE CONTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT
SEDIMENTATION CONTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER
POLLUTION PREVENTION PLAN.
10. CONTRACTOR TO COORDINATE WORK WITH OTHER UTILITIES DURING CONSTRUCTION.
PERMIT REQUIREMENTS (NOT ALL INCLUSIVE):
1. IN ORDER TO REDUCE THE DISRUPTION AND COST OF UTILITY DAMAGES OCCURRING IN THE DUVAL COUNTY
RIGHT-OF-WAY AND EASEMENTS, THE CONTRACTOR SHALL PREVENT DAMAGES TO EXISTING UTILITIES CAUSED BY HIS
WORK THROUGH FIELD VERIFICATION OF THE LOCATION OF THE EXISTING UTILITIES. IN THE CASE OF OPEN
EXCAVATION, VERIFICATION MAY BE PERFORMED DURING THE CONTRACTORS WORK. IN THE CASE OF DIRECTIONAL
DRILLING, VERIFICATION SHALL TAKE PLACE PRIOR TO MOBILIZATION OF THE DRILLING EQUIPMENT.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES AS NEEDED TO AVOID CONTACT. EXISTING
UTILITIES SHALL BE EXPOSED USING DETECTION EQUIPMENT OR OTHER ACCEPTABLE MEANS. SUCH METHODS MAY
INCLUDE BUT SHALL NOT BE LIMITED TO "SOFT DIG" EQUIPMENT AND GROUND PENETRATING RADAR (GPR). THE
EXCAVATOR SHALL BE HELD LIABLE FOR DAMAGES CAUSED TO THE CITY'S/JEA'S INFRASTRUCTURE AND THE EXISTING
FACILITIES OF OTHER UTILITY COMPANIES.
3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND AVOID ALL UTILITIES, OTHER STRUCTURES
AND OBSTRUCTIONS BOTH ABOVE AND BELOW GROUND SURFACE. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S
FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
EXISTING UTILITY PROTECTION:
1. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, TO REFERENCE AND
RESTORE PROPERTY CORNERS AND LANDMARKS WHICH MAY BE DISTURBED BY CONSTRUCTION, KNOWN CORNER
LOCATIONS ARE AVAILABLE FROM THE CITY OF JACKSONVILLE ENGINEERING DIVISION.
2. THE CONTRACTOR SHALL RESTORE/REPLACE ALL CULVERTS, HEADWALLS AND STORM DRAIN INLETS REMOVED OR
DISTURBED BY THE CONSTRUCTION OPERATION.
3. TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION IN
ACCORDANCE WITH CITY OF JACKSONVILLE/FDOT STANDARD SPECIFICATIONS.
4. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED IN
ACCORDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS. SIDEWALKS REMOVED AND REPLACED IN CURB AND
GUTTER AREAS AT INTERSECTIONS SHALL HAVE HANDICAP RAMPS INSTALLED. DRIVEWAYS AND SIDEWALKS SHALL BE
SAWCUT ALONG THE RIGHT-OF-WAY LINE OR NEAREST JOINT AND REMOVED AND REPLACED TO THE EDGE OF STREET.
5. GRASS SOD SHALL BE FURNISHED AND PLACED IN THE AREAS DISTURBED OR DAMAGED BY THE CONSTRUCTION
OPERATION.
6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND
SPECIFICATIONS LATEST EDITION.
7. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT
REPLACEMENT DETAIL.
8. CONTRACTOR MUST MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND
EROSION HAVE OCCURRED.
RESTORATION NOTES:
UTILITY CONTACTS:
1. CONTRACTOR TO REHABILITATE ALL MANHOLES ON PIPE BURST SEWERS VIA COATING/LINING PER JEA SPECIFICATION 446-2,
UNLESS OTHERWISE NOTED ON THE PLANS.
2. CONTRACTOR TO RENEW, REHABILITATE, REPLACE OR REINSTALL AS APPLICABLE ALL SERVICE LATERALS TO R/W LINE.
3. CONTRACTOR TO INSTALL SEWER SERVICE PIPING A MINIMUM OF 60 INCHES BELOW GRADE. WHERE NEW SANITARY SEWER MAIN
IS LESS THAN 5 FEET DEEP, THE SEWER SERVICE PIPE SHALL BE INSTALLED AS DEEP AS POSSIBLE.
4. WHEN THE DISTANCE BETWEEN A POWER POLE AND THE TRENCH IS LESS THAN THE TRENCH DEPTH, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATING WITH JEA ELECTRICAL PERSONNEL TO SECURE POWER POLES. THE CONTACTS FOR JEA ARE AS
FOLLOWS:
NORTHSIDE~EAST of US-1 MIKE CORBITT @ 665-7991 (mobile 662-0635)
NORTHSIDE~WEST of US-1 ANDY YEAGER @ 665-7998 (mobile 662-0622)
NORTHSIDE~BACKUP ALAN AINSLEY @ 665-7303 (mobile 662-6557)
SOUTHSIDE~SOUTH of BEACH BLVD. TOM KERNS @ 665-6847 (mobile 860-1687)
SOUTHSIDE~NORTH of BEACH BLVD. DERYL BASFORD @ 665-6855 (mobile 662-0616)
SOUTHSIDE~BACKUP EDDIE GALES @ 665-6855 (mobile 662-0616)
A MINIMUM OF TWO (2) WORKING DAYS NOTICE IS REQUIRED FOR AN OUTSIDE MEETING WITH JEA ELECTRICAL TO DISCUSS THE
REQUIRED WORK. ADDITIONAL TIME WILL BE REQUIRED BY JEA ELECTRICAL FOR ANY REQUIRED WORK TO BE ACCOMPLISHED.
5. ALL NEW STORM DRAIN PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.
6. THE DESIGN FOR THE PROJECT IS BASED UPON THE "OPEN-CUT" METHOD OF CONSTRUCTION. IF USING ALTERNATIVE MEANS OR
METHODS, THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THAT MEANS OR METHOD.
7. THE CONTRACTOR SHALL MINIMIZE SERVICE INTERRUPTIONS AT SERVICE CONNECTIONS. THE MEANS AND METHODS SHALL BE
LEFT TO THE DISCRETION OF THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THE CONTRACT SPECIFICATIONS. NO
EXISTING ACTIVE SERVICE SHALL BE LEFT INTERRUPTED AT THE END OF THE WORK DAY.
8. CONTRACTOR SHALL PROVIDE ADDITIONAL CORPORATION STOPS FOR FILLING AND DRAINING PURPOSES DURING CONSTRUCTION
AS NEEDED. CORPORATION STOPS ARE TO BE PLUGGED AND LEFT IN PLACE. INDICATE CORPORATION STOP LOCATIONS ON
RECORD DRAWINGS (AS-BUILTS).
9. WATER AND SEWER SERVICES SHALL BE TRANSFERRED TO THE NEW MAIN UPON COMPLETION AND F.D.E.P./JEA CERTIFICATION,
AND PRIOR TO THE EXISTING MAINS BEING ABANDONED.
10. IF EXISTING VALVES ARE IN UNPAVED AREAS AND ARE TO BE TAKEN OUT OF SERVICE, THEY SHALL BE CLOSED AND THE VALVE
BOX AND COVER SHALL BE REMOVED. IF THE VALVES ARE UNDER PAVED AREAS, THEY SHALL BE CLOSED, THE VALVE BOX GROUT
FILLED AND THE COVER REMOVED.
11. CONTRACTOR SHALL REPLACE EXISTING WATER METER BOXES WHEN DEEMED NECESSARY BY THE JEA INSPECTOR.
12. CONTRACTOR TO PROVIDE ADDITIONAL DEPTH OF BURY VIA PIPE JOINT DEFLECTION TO ACCOMMODATE VALVE SELECTION PER
JEA STANDARDS.
13. WATER METERS MAY REQUIRE RELOCATION FOR CONSTRUCTION, CONTRACTOR SHALL CONTACT JEA METER DEPARTMENT AND
RELOCATE WATER METERS AS NECESSARY.
14. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL OBTAIN ALL GEOTECHNICAL AND TOPOGRAPHIC
SURVEY DATA AND LOCATIONS OF ABOVE GROUND AND UNDERGROUND UTILITIES. SHOULD THE CONTRACTOR DISCOVER ANY
INACCURACIES, ERRORS OR OMISSIONS IN THE SURVEY DATA, HE SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND JEA IN
ORDER THAT PROPER ADJUSTMENTS CAN BE ANTICIPATED AND ORDERED.
15. SHEET PILING WILL BE REQUIRED ON ALL EXCAVATIONS DEEPER THAN 16 FEET.
INSTALLATION NOTES:
A. BLANK
904-503-6175O. NASSAU COUNTY ~ PUBLIC WORKS
904-209-0134P. ST. JOHNS COUNTY ~ RIGHT-OF-WAY PERMITTING
Q. ST. JOHNS COUNTY ~ TRAFFIC SIGNALS 904-209-0170
1. IF THERE IS A CONFLICT BETWEEN JEA´S STANDARDS AND ENGINEER'S STANDARDS (MATERIALS OR SPECIFICATIONS), THE
MORE STRINGENT STANDARD SHALL APPLY.
2. SOME ABBREVIATIONS ARE SEPARATED BY PERIODS, OTHERS ARE NOT. ONLY ONE STYLE IS LISTED IN THE TABLE.
GENERAL NOTE:
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
30" OAK
2
0
"
O
A
K
2
5
"
O
A
K
1
3
"
A
P
P
L
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
X X X X X X X X X X X X X X X X X X X X X
11.0
1
1
.
0
1
0
.0
12.0
1"=5'-0"
5 2.5 0 5'
C.T.K.
J.M.J.
S.C.R.
C02
SITE PLAN
DEMOLITION
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
LEGEND
ITEMS TO BE
DEMOLISHED
LOCATE PROPERTY BOUNDARY,
LIMIT ALL CONSTRUCTION
ACTIVITIES WITHIN PROPERTY
BOUNDARY (TYP)
LOCATE AND REMOVE
EXISTING WELL HEADER
REMOVE BUILDING, CONCRETE
PAD AND ELECTRICAL CONDUIT
SECURE AND PROTECT
EXISTING 12" WELL
REMOVE AND STORE
EXISTING ABOVEGROUND
PIPE ABOVE TOP-OF-CASING
120' ±
50' ±
APPLETO
N AVE
PLAN
1" = 5'
EX ELEC
POLE
EX ELEC
POLE
REMOVE EXISTING
CHAIN LINK FENCE
NOTES:
1. EXISTING CONDITIONS, PIPES, AND UTILITIES HAVE BEEN PREPARED
FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER.
THE INFORMATION IS NOT GUARANTEED, THEREFORE, THE CONTRACTOR
SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS,
PIPES AND UTILITIES IN THE FIELD PRIOR TO ANY CONSTRUCTION
ACTIVITIES.
LOCATE AND SECURE
WELL HEADER TO REMAIN
SEE
DWG C03
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
30" OAK
2
0
"
O
A
K
2
5
"
O
A
K
1
3
"
A
P
P
L
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
O
H
E
O
H
E
X X X X X X X X X X X X X X X X X X X X X
11.0
1
1
.
0
1
0
.0
1
0
.0
12.0
X
XXXXXXXXXXXXXXXXXXX
XX
XX
XX
X
X X X X X X X X
XX
X
X
X X X X X X X X X
X
X
X
15'
17'
5'
20' 19'
12'
10'
6'
2'
8'
12"
12"
12"
5'
MIN
12"
NOTES:
1. EXISTING CONDITIONS, PIPES, AND UTILITIES
HAVE BEEN PREPARED FROM THE MOST RELIABLE
INFORMATION AVAILABLE TO THE ENGINEER. THE
INFORMATION IS NOT GUARANTEED, THEREFORE,
THE CONTRACTOR SHALL VERIFY LOCATIONS AND
ELEVATIONS OF EXISTING CONDITIONS, PIPES
AND UTILITIES IN THE FIELD PRIOR TO ANY
CONSTRUCTION ACTIVITIES.
2. FENCE OFFSET FROM WEST PROPERTY BOUNDARY
TO AVOID LARGE TREES.
C.T.K.
G.H.D.
S.C.R.
C03
SITE PLAN
PROPOSED
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:1
1 P
M
BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
1"=5'-0"
5 2.5 0 5'
6' H x 16' WIDE
DOUBLE SWING GATE
(JEA STANDARD DETAIL ST-6M / C04)
CONNECT TO
EXISTING 12" RW
SEE M02
CRUSH
CONCRETE
"PAVER BASE"
SEE M02 FOR DETAILS
TO JEA SERVICE POLE
(SEE ELEC DRAWINGS)
APPLETO
N AVE
PLAN
1" = 5'
6' HIGH CHAIN LINK FENCE
(SEE JEA STANDARD
DETAIL ST-6M / C04)
CONCRETE
APRON
EXISTING
12" RW
5' R
10' R
10' R
10' R
10' R
EXISTING
DRIVEWAY
EXISTING
ELEC POLE
EXISTING
ELEC POLE
6' H x 4' WIDE
SINGLE SWING GATE
(JEA STANDARD DETAIL ST-6M / C04)
11.00
11.00
1
1
.
0
0
1
1
.
0
0
1
0
.
8
1
1
.
0
0
1
1
.
0
0
LEGEND:
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION00.00
302.00
1
1
.
0
0
1
0
.
8
1
C04
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
C.T.K.
G.H.D.
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:2
8 P
M
BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
C04
CIVIL DETAILS
NOTES:
A. 6' FENCE SHALL HAVE BLACK VINYL COATING AND
VINYL SLATS. BARB WIRE AND GROUNDING NOT
REQUIRED FOR LAKESHORE WTP WELLHEAD No. 2
REHABILITATION.
(SEE NOTE A)(SEE NOTE A) (SEE NOTE A)
FINISH GRADE
CRUSHED
CONCRETE
LBR150
8"
PREPARED
SUBGRADE
DETAIL1
C031 1/2" = 1'-0"
CRUSHED CONCRETE SURFACING
TOP OF CONC SLAB
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M01
A
SECTION
M01
A
1/2" = 1'-0"
12" WELLHEAD
12" SPOOL PIECE
12" BUTTERFLY VALVE
12" CHECK VALVE
12" CHECK VALVE
12" TEE WITH BLIND FLANGE
12" TEE WITH BLIND FLANGE
WELLHEAD NO. 2 PLAN
1/2"= 1'-0"
1 3'012"
1/2"=1'-0"
C.T.K.
J.M.J.
S.C.R.
M01
WELL NO. 2 - DEMOLITION
PLAN AND SECTION
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01
9 6
:0
8 A
M
BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
01"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
LEGEND
ITEMS TO BE
DEMOLISHED
SECURE AND
PROTECT 12" CASING
AT TOP FLANGE
REMOVE EXISTING
CONCRETE, PROTECT
EXISTING CASING
SAWCUT
APPROXIMATELY
SQUARE OF 6" FROM
CASING FOR CONC
AREA TO REMAIN
6"±
EX 12" WELL CASING
NOTES:
1. CONTRACTOR SHALL ANTICIPATE FREE FLOW FROM
THE WELL AT APPROXIMATELY 1,100 GAL\MIN.
2. CONTRACTOR MAY CONSIDER DELAYING REMOVAL
OF EXISTING EQUIPMENT BETWEEN THE 12-INCH
BUTTERFLY VALVE AND THE CASING FLANGE UNTIL
THE WELLHEAD MAINTENANCE TEE HAS BEEN
FABRICATED AND IS READY TO INSTALL.
3. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY
TO MINIMIZE THE IMPACT OF UNCONTROLLED
ARTESIAN FLOW TO ADJACENT PROPERTIES.
4. WHEN DEMOLISHING THE EXISTING CONCRETE
WELLHEAD SLAB, CONTRACTOR SHALL MAKE EVERY
EFFORT NECESSARY TO PREVENT DAMAGE TO THE
EXISTING WELL CASING. CONTRACTOR TO
COORDINATE WITH FIELD INSPECTOR TO
DETERMINE THE CONDITION OF THE BELOW-GRADE
PORTION OF THE CASING WHEN THE CONCRETE
SLAB IS DEMOLISHED.
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
X X X X X X X X X X X X X
X
X
X
X
X
1 3'012"
1/2"=1'-0"
C.T.K.
G.H.D.
S.C.R.
M02
WELL NO. 2 - PROPOSED
PLAN AND SECTION
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7 P
M
BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
10"
MIN
10" BUTTERFLY VALVE
2" ARV / 2" BALL VALVE , PIPE TO TRENCH DRAIN
10" CHECK
VALVE W/
LIMIT SWITCH
CONDUCTIVITY SENSOR
10" FLOW
METER
PIPE HOLD
DOWN
STRAP, TYP
PRESSURE GAUGE
12"x 10"
RESTRAINED
MJxMJ REDUCER
10" TEE WITH
BLIND FLANGE
10" BUTTERFLY
VALVE
10"X 8" ECC RED
MOTOR HOLLOW-SHAFT 20
HP PREMIUM EFFICIENT
1" AIR VACUUM
VALVE, NOTE 2
10" TEE WITH BLIND FLANGE
AND BUTTERFLY VALVE
8" PUMP COLUMN
LEVEL SENSOR INSTALLED WITHIN
3/4" PVC CARRIER TUBE, NOTE 1
PUMP- 1,450 GPM @ 30 FT TDH, NOTE 6
EXISTING 12" WELL CASING
3'-6"8'-4"
SECTION
M02
B
1/2"= 1'-0"
NOTE 7
LS2-VIT
8" CI DISCHARGE HEAD
1
M03
SAMPLE TAP,
NOTE 8
2
M03
10" CONCRETE
EQUIPMENT PAD
COMPACTED BASE
EL 11.30
NAVD 88
3
M04
WELLHEAD NO. 2 PLAN
1/2"= 1'-0"
16'-0"
26'-6"
2" ARV
10" CHECK VALVECONDUCTIVITY SENSOR
10" FLOW METER
10" TEE WITH
BLIND FLANGE
10"
RESTRAINED
MJ 45° BEND
SCADA
ANTENNA
LCP / RVSS
12"x 10"
RESTRAINED
MJxMJ REDUCER
10" BFV
10"X 8" ECC RED
MOTOR HOLLOW-SHAFT
20 HP PREMIUM
EFFICIENT
1" AIR VACUUM
VALVE
M02
B
3'-6"8'-4"
10" BFV
UTILITY
METER
SPD
MTS
LIT AIT FIT
4'-0"
4'-0"
5
M04
4
M04
6
M04
10" 45° BEND
10" HARNESSED
FLANGE ADAPTOR
COUPLING
PIPE
SUPPORT, TYP
10 BF
10" HARNESSED FLANGE
ADAPTOR COUPLING
10"
BFV
10" 45° BEND
TRENCH
DRAIN
M02
C
SECTION
M02
C
1/2"= 1'-0"
SECTION B
NEENAH R-4990 HEAVY DUTY
GRATING R-990-AX TYP A
8"
6"
10"
3"
10"
12"
16"
SEE
SECTION B
#5@12"
DETAIL8
M02NTS
8
M02
2-#5
CONTINUOUS
ALL AROUND
0325101
1509300
PRESSURE
TRANSMITTER
CONCRETE PIPE
SUPPORT, TYP
PLC-1 / SCADA
XFMR
5'-0"
NOTES:
1. PROVIDE AND INSTALL (1) 3/4-INCH SCH 40 PVC
CARRIER TUBE AND (1) 1-INCH SCH 40 PVC CARRIER
TUBE BELOW THE CASING FLANGE. STRAP SECURELY
TO COLUMN PIPE DURING INSTALLATION OF PUMP.
TERMINATE CARRIER TUBE WITH END CAP JUST ABOVE
PUMP SUCTION BOWL. SEE DETAIL 1 / M03. INSTALL
LEVEL SENSOR WITHIN THE 3/4-INCH CARRIER TUBE
USING WATER TIGHT CABLE GLAND CONTA-CLIP CAT.
NO. 20901.
2. PROVIDE AND INSTALL 1-INCH AIR-VACUUM VALVE.
USE 1-INCH OD x 0.049-INCH WALL THICKNESS SST
TUBING. OFFSET AND CONNECT TO FABRICATED
CASING FLANGE AS PER DETAIL 6 / M04. TERMINATE
AIR-VACUUM VALVE VENT 12" ABOVE TRENCH DRAIN.
USE SST FINE MESH OVER VENT OPENING.
3. USE 316 SS BOLTS/NUTS/WASHERS ON ALL EXPOSED
EQUIPMENT. USE APPROPRIATE ANTI-GALLING
COATING ON ALL STAINLESS STEEL THREADS.
ANTI-SEIZE LUBRICANT SHALL BE C5-A ANTI-SEIZE BY
LOCTITE CORPORATION, MOLYKOTE P-37 ANTI-SEIZE
PASTE BY DOW CORNING, 3M ANTI-SEIZE BY 3M, OR
EQUAL.
4. USE A307/A563 BOLTS, NUTS AND WASHERS ON ALL
PIPING/FLANGE CONNECTIONS.
5. CONTRACTOR TO COORDINATE 2-BOLT FLANGE
ALIGNMENT WITH NEW PIPEWORK. ANY REQUIRED
ADJUSTMENT WITH THE EXISTING CASING FLANGE
BOLT ALIGNMENT SHALL BE MADE IN THE
ORIENTATION OF THE LOWER FLANGE OF THE 12X10
FABRICATED WELLHEAD TEE. SEE DETAIL 1/ M03.
6. HYDRAULIC PERFORMANCE OF THE VERTICAL TURBINE
PUMP BOWL ASSEMBLY SHALL MEET THE FOLLOWING
CRITERIA:
A. THE PUMP SHALL MEET A MINIMUM TDH OF 30 FEET
AT 1,450 GALLONS PER MINUTE.
B. THE PUMP SHALL MEET A MINIMUM TDH OF 35 FEET
AT 1,075 GALLONS PER MINUTE
C. MINIMUM EFFICIENCY IN THE RANGE 1,390 TO
1,460 GALLONS PER MINUTE SHALL BE WITHIN 1%
OF THE PUMP'S MAXIMUM EFFICIENCY AT THE BEST
EFFICIENCY POINT (BEP).
D. MAXIMUM POWER SHALL BE LESS THAN 25 HP AT
ANY POINT ON THE PUMP'S CURVE.
E. HEAD RISE SHALL BE CONTINUOUS TO SHUTOFF.
IF THE PUMP MANUFACTURER REPORTS A MINIMUM
CONTINUOUS STABLE FLOW RATE (MCSF), THE
VALUE MUST BE LESS THAN 1,075 GALLONS PER
MINUTE.
7. COORDINATE OPERATION OF DOWNSTREAM
ISOLATION VALVE LOCATED NEAR APPLETON AVE. AND
HAMILTON STREET WITH JEA.
8. TAP 10" DI PIPE FOR 1/2" NPT SAMPLE TAP AND
PRESSURE INSTRUMENTATION. TAPPING OF DIP
SHALL BE MACHINE FABRICATED PERPENDICULAR TO
PIPE CENTERLINE.
9. PAINT ALL EXPOSED PIPEWORK INCLUDING, VALVES,
DISCHARGE HEAD, WELLHEAD TEE, AND EXISTING
ABOVE GRADE WELL CASING.
· PRIME COAT: TNEMEC SERIES 66HS
· STRIPE COAT: TNEMEC SERIES 66HS
· FINISH COAT: TNEMEC SERIES 1095
COLORS:
· PIPEWORK: OLIVE GREEN FED STD 595B #34258
· ELECTRIC MOTOR: RED FED STD 595B #11350
· DRAINS AND OVERFLOWS BLACK FED STD 595B
#17038
9
M02
DETAIL9
M021/2"= 1'-0"
6"
10" 6" 10"
1
1
M02
D
SECTION
M02
D
1/2"= 1'-0"
SECTION B
16"
3'-0"
TRENCH DRAIN
TRENCH
DRAIN
3"
CL EX WELL CASING
7
M04
CONCRETE
PIPE SUPPORT
EX 6" ± CONC
ALL AROUND
WELL CASING
4'-0"
#5@12"
T&B, E.W.
CL EX WELL CASING
"SUBPAD", SEE
DETAIL 1/ M03
10" RESTRAINED
MJ 45° BEND
SMITH BLAIR OMNI
COUPLING MODEL 441
12" GV
TEMPORARY SAMPLE TAP
TEMPORARY
SAMPLE TAP
10
M02
11
M02
11
M02
1
C04
CRUSHED
CONCRETE
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
C.T.K.
J.M.J.
S.C.R.
M03
WELL NO. 2
DETAILS SHEET 1
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
DETAIL1
M02NTS
WELL HEAD
2
1
10"
CONCRETE WELL PAD SLOPE
AWAY FROM WELL CASING
CL 10" DIP ± 45" ABOVE PAD
5
6
EL 11.3 ± SLOPE PAD AWAY FROM WELL
7
FABRICATED
CASING FLANGE
LE
+/- 45' BELOW
CASING FLANGE
8
4
FABRICATED 12"x10" TEE
(SEE NOTE 2)
10" BUTTERFLY VALVE
10" BLIND FLANGE
24" DIA "SUBPAD"
EXISTING 12" CASING
EL 11.73 EXISTING CASING FLANGE
REBAR (12) #3 ADHESIVE
DOWELS WITH 5" EMBEDMENT
STUFFING BOX DRAIN
1" 90° BEND
1" PVC DRAIN
TRENCH DRAIN
W/GRATING, DWG M02
C
D
B
E
H
J
E
F
G
I
10" M
IN
DISCHARGE HEAD
BASE PLATE OR
COMPANION FLANGE
DETAIL2
M02NTS
CASING TOP FLANGE FABRICATION
A
0.8"
NOTES:
1. FOR LAKESHORE WELL NO. 2, THE FABRICATED CASING FLANGE WILL BE MOUNTED ON TOP
OF A FABRICATED 12-INCH X 10-INCH TEE. IF THE EXISTING CASING FLANGE IS NOT
ALIGNED CORRECTLY WITH THE REQUIRED DISCHARGE PIPEWORK DIRECTION, AN
ANGULAR ADJUSTMENT SHALL BE MADE AT THE LOWER FLANGE OF THE TEE DURING
FABRICATION. ALL FLANGE BOLTS ABOVE THE LOWER FLANGE OF THE TEE SHALL BE
2-BOLT ORIENTED WITH RESPECT TO THE DISCHARGE PIPEWORK.
2. CENTER OFFSET FOR COLUMN PIPE 0.80-INCH FROM THE CENTER OF THE FLANGE.
3. OFFSET DIRECTION TO BE TOWARD THE DIRECTION OF PIPE DISCHARGE AND
PERPENDICULAR TO 2-HOLE DIRECTION.
4. WELD PUMP COLUMN PIPE TO CASING FLANGED PERPENDICULAR TO CASING FLANGE. USE
CONTINUOUS FILLET WELD ON TOP AND BOTTOM OF CASING FLANGE. COLUMN PIPE TO
PROTRUDE ABOVE TOP FLANGE SUCH THAT 10-INCHES OF VERTICAL CLEARANCE EXISTS
DIRECTLY ABOVE THE 1-INCH NPT COUPLINGS AFTER THE DISCHARGE HEAD IS INSTALLED.
5. MAINTENANCE TEE SIDE OUTLET NOT SHOWN FOR DETAIL CLARITY.
KEYED NOTES:
A. FLANGE PENETRATION TO ALLOW THRU-INSTALLATION AND WELDING OF 8.625-INCH
OD SCHEDULE 40 PUMP COLUMN. FILLET WELD TO BOTH SIDES OF FLANGE.
B. ID OF 12.0-INCH WELL CASING.
C. 19.0 INCH OD OF 150# 12-INCH BLIND FLANGE.
D. (12) 1.0 INCH DIAMETER BOLT HOLES ON 17.0-INCH DIAMETER BOLT CIRCLE.
E. APPROXIMATELY 1-3/4-INCH DIAMETER PENETRATIONS TO ALLOW
THRU-INSTALLATION OF 1-INCH NPT 304 SS COUPLINGS. USE 309 ROD FOR CS-SS.
F. FABRICATED CASING TOP FLANGE.
G. TOP FLANGE OF FABRICATED 12 X 10 MAINTENANCE TEE.
H. FABRICATED 12 X 10 MAINTENANCE TEE (SIDE OUTLET NOT SHOWN).
I. INSTALL (1) 1-INCH SCH 40 PVC CARRIER TUBE PLUS (1) 3/4-INCH SCH 40 PVC
CARRIER TUBE. 3/8-INCH HOLES DRILLED THROUGH ENTIRE LENGTH AT 12-INCH
INTERVALS. USE MALE THREADED ADAPTOR. USE REMAINING 1-INCH PORT FOR
AVRV.
J. APPROXIMATE 9.7-INCH OD OF 8-INCH COLUMN PIPE COUPLINGS.
K. APPROX. 1-13/32 INCH DIA PENETRATION TO ALLOW THROUGH INSTALLATION OF
3/4-INCH NPT 304 SS COUPLING. USE 309 ROD CS-SS.
NOTES:
1. MAINTAIN A 30" CLEARANCE AROUND THE WELLHEAD TO PREVENT DAMAGE DURING PUMP
INSTALLATION AND REMOVAL.
2. MAINTENANCE TEE IS ROTATED FOR DETAIL CLARITY. 10" SIDE OUTLET TO BE ORIENTED
TO THE EAST.
KEYED NOTES:
1. MAKE WATER-TIGHT SEAL BETWEEN LEVEL ELEMENT CABLE AND THREADED PORT USING
APPROPRIATE CABLE GLAND. INSTALL LEVEL PROBE APPROXIMATELY 12” ABOVE THE
BOTTOM OF THE CARRIER TUBE.
2. SEE MECHANICAL DETAIL 2/ M02 FOR PUMP COLUMN PIPE OFFSET DETAIL.
3. 1-INCH SCH 40 PVC CARRIER PIPE, STRAP SECURELY TO PUMP COLUMN. DRILL 3/8" EVERY
12" ALONG LENGTH. USE BOTTOM END CAP.
4. IMBED EXISTING CASING FLANGE AT BOTTOM OF MAINTENANCE TEE FLANGE WITHIN A 24"
DIAMETER REINFORCED "SUB PAD" RAISED ABOVE EQUIPMENT PAD FLOOR REINFORCED
W/(12) PIECES OF #3 REBAR.
5. ADJUST ANY DISCREPANCY BETWEEN EXISTING CASING FLANGE BOLT ORIENTATION AND
HORIZONTAL DIRECTION OF DISCHARGE PIPING DURING FABRICATION OF THE LOWER
FLANGE OF THE MAINTENANCE TEE. ALL FLANGE JOINTS ABOVE THE LOWER FLANGE SHALL
BE 2-BOLT ORIENTED W/ RESPECT TO THE DISCHARGE PIPE WORK.
6. FABRICATE 12-INCH X 10-INCH SIDE OUTLET TEE, ASTM A53 SCHEDULE 40. INSTALL
10-INCH BUTTERFLY VALVE AND 10-INCH BLIND FLANGE. ORIENT TEE TOWARD EAST.
7. BUTTERFLY VALVE MUST BE OF A DESIGN WHICH ALLOWS REMOVAL OF THE BLIND FLANGE
WHILE REMAINING SECURELY CONNECTED TO 10" FLANGED TEE. (NO THROUGH BOLT
DESIGN)
8. STUFFING BOX DRAIN TO BE DIRECTED TO TRENCH DRAIN EMBEDDED IN CONCRETE PAD.
3
A
A A
(PLAN VIEW)
SECTION A-A
NTS
(SECTION VIEW)
(ELEVATION VIEW)
K
1" PVC CARRIER TUBE
3/4" CARRIER TUBE
FOR LEVEL PROVE
20"
1" CARRIER
TUBE FOR AVRV
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
C.T.K.
J.M.J.
S.C.R.
M04
WELL NO. 2
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42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
6" MIN
(12" W
ID
E)
VARIES
120°
#4 EF, TYP
CONC FLOOR
#5 DOWELS @12" EF
SEE NOTE 1
NOTES:
1. DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH DOWEL ADHESIVE
AT CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE #4 DOWELS
EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
2. COORDINATE SUPPORT WIDTH WITH PIPE STRAP ANCHORAGE REQUIREMENTS.
PROVIDE 6" MINIMUM, FROM CENTER OF PIPE STRAP ANCHOR ROD TO EDGE OF
CONCRETE.
#3 TIES @12"
SEE N
OTE 1
8" M
IN
,
SEE NOTE 2
PIPE OD
REQUIRED
COVER +
1" MAX
1/4" MIN NEOPRENE PAD,
DUROMETER 40 TO 50
MATERIAL HARDNESS,
SEE NOTE 2
APPROVED
ADHESIVE ON
BOTH CONTACT
SURFACES OF PAD
ROTATE HOOK 90° FROM SHOWN SO
THAT HOOK IS PARALLEL TO PIPE, TYP
DOWEL
ADHESIVE
DETAIL3
M02NTS
CRADLE PIPE SUPPORT
DETAIL5
M02NTS
PRESSURE CONNECTION INSTALLATION
DETAIL4
M02NTS
CONDUCTIVITY ANALYZER INSTALLATION
DETAIL6
M02NTS
ATTACHMENT OF 1" AIR/VACUUM VALVE TO 1" CASING FLANGE
PRESSURE TRANSMITTER
0-60 PSI PRESSURE GAUGE
1" AIR/VACCUM RELIEF VALVE
1" BALL VALVE SST
SST VENT TERMINATE 12" ABOVE
FLOOR DRAIN. SCREEN OPENING
USING FINE MESH SST SCREEN
1" CLOSE NIPPLE SST
3/16" STAINLESS WELDED TO
TUBING. BOLT TO SOLE PLATE
1.0" OD x 0.049" WALL THICKNESS STAINLESS
TUBING. (2) 3" CENTER LINE RADIUS BENDS
USE 1" STAINLESS STEEL COMPRESSION x 1"
MPT FITTINGS ON EACH END OF TUBE
1" SST COUPLING AS PER "E" KEYED NOTE ON DETAIL 2/ M03.
NOTE AIR VACUUM VALVE TO BE INSTALLED IN THE COUPLING
THAT DOES NOT HAVE A 1" CARRIER TUBE BELOW IT.
FABRICATED OFFSET CASING
FLANGE, DETAIL 2
FABRICATED 12"x10"
MAINTENANCE TEE, DETAIL 1
DISCHARGE HEAD
SOLE PLATE
8" PUMP
COLUMN PIPE
B
BUSHING AS REQUIRED
1/2" SST BALL VALVE
1/2" SST NIPPLE
SMOOTH SPOUT
SAMPLE TAP
NOTES:
1. ALL PIPE/FITTINGS SHALL BE 316 SST.
2. TO THE EXTENT POSSIBLE CONTRACTOR SHALL KEEP
GAUGE VISIBLE AT DIMENSION SHOWN.
3. TAPS FOR DIP TO BE SHOP FABRICATED
PERPENDICULAR TO THE CENTER LINE OF PIPE.
NOTES:
NO PVC CARRIER PIPE BELOW AVRV
NOTE 1
B
10"
1509300
WHERE REQUIRED
WEATHER PROOF JUNCTION BOX
(PREAMP ENCLOSURE)
PROBE COMPRESSION CONNECTOR
REDUCING COUPLING
1-1/2" 316 SST FULL PORT BALL VALVE V307
2" THREADED NIPPPE, LENGTHS TO REQUIRED TO
REPLACE PROBE TIP IN PIPELINE CENTER. CONTRACTOR
TO DETERMINE LENGTH OF PROBE.
DOUBLE STRAP SERVICE SADDLE
PROBE
NOTES:
1. PROVIDE MINIMUM 14" CLEARANCE ABOVE
JUNCGTION BOX FOR PROBE REMOVAL IF REQUIRED.
2. CONDUCTIVITY ANALYZER AND PROBE TO BE
FURNISHED BY ELECTRICAL CONTRACTOR.
COORDINATE PROBE LENGTH WITH JEA.
1/2" SST BALL VALVE
1/2" SST BALL VALVE
1/2" SST NIPPLE
TAP TO ACCEPT
THREADED NIPPLES
TAP TO ACCEPT
THREADED NIPPLES
DETAIL7
M02NTS
PIPE SUPPORT
PIER
0331602
TIES
#3@
12"
VARIES
(12" W
ID
E)
8" M
IN
SEE N
OTE
DOWEL ADHESIVE
60°
MIN
1/4" MIN NEOPRENE PAD,
DUROMETER 40 TO 50
MATERIAL HARDNESS
#5 DOWELS @ 12"
MAX, EF, SEE NOTE
PIPE OR VALVE BODY
NOTES:
1. DOWELS MAY BE CAST IN WITH 90° HOOK OR ANCHORED WITH
DOWEL ADHESIVE AT CONTRACTORS OPTION. WHERE FLOOR IS 8"
THICK OR LESS, USE #4 DOWELS EMBEDDED TO WITHIN 2" OF
BOTTOM OF FLOOR SLAB.
2. PIER SHALL BE MINIMUM 12" THICK EACH WAY HORIZONTALLY, AND
SHALL BE SQUARE UNDER LARGE VALVE BODIES SUCH AS CHECK
VALVES
REQUIRED
COVER +
1" MAX
APRO
X. 60" (SEE N
OTE 2)
ABO
VE TO
P O
F CO
NCRETE SLAB
10" CLDI RAW WATER HEADER
STEVEN C. ROBERTI, PE NO. 51492
1 BID
05/19
J.P.S.
J.C.B
J.M.B
J.M.B
E01
ELECTRICAL NOTES
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
BASIC ELECTRICAL REQUIREMENTS:1.0 Scope of Work1.1 THE SCOPE OF WORK SHALL BE AS DESCRIBED IN SPECIFICATION SECTION 16010.
1.2 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS ANDAPPROVALS AND TO INCLUDE ALL FEES AS PART OF HIS BID IF NOT OTHERWISENOTED.
1.3 THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THEPROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NOALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THECONTRACTOR TO OBSERVE THEM.
1.4 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCALUTILITIES, INCLUDING THE POWER AND TELEPHONE UTILITIES TO MEET ALL OFTHEIR INSTALLATION REQUIREMENTS. ALL FEES, LABOR, EQUIPMENT ORMATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED INTHE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALLCONDUITS, PULL-BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TOTHEIR SPECIFICATIONS. THE TELEPHONE UTILITY REPRESENTATIVE IS THE CITY'STELEPHONE CONTRACTOR.
1.5 THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE ENGINEER ANDOWNER.
1.6 THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THEELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWNBUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BEINCLUDED.
1.7 ALL EQUIPMENT AND MATERIAL SHALL BE NEW, UNUSED AND U.L. LISTED. ALLREFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVEDEQUAL" BASIS.
1.8 THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS INSTALLED ORMODIFIED UNDER THIS PROJECT AND REPAIR OR REPLACE ALL DEFECTIVE WORKTO THE SATISFACTION OF THE ENGINEER AND OWNER.
1.9 ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BEGUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR APERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE UNLESS OTHERWISE NOTED.
1.10 SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL ELECTRICAL & CONTROLEQUIPMENT AND MATERIAL.
2.0 Codes and Standards2.1 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MINIMUM FOLLOWING
STANDARDS AND CODES:2.2 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)2.3 NATIONAL ELECTRICAL CODE (NEC), (NFPA 70 2014 EDITION)2.4 NATIONAL ELECTRICAL SAFETY CODE, (NFPA 70E 2012 EDITION)2.5 STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND
COLLECTION FACILITIES, (NFPA 820 2012 EDITION)2.6 OTHER NFPA CODES AS APPLICABLE2.7 FLORIDA BUILDING CODE (FBC 2010 EDITION)2.8 LOCAL CODES, CITY CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION.
2.9 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)2.10 NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)2.11 INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)2.12 INSULATED CABLE ENGINEERS ASSOCIATION (ICEA)2.13 OCCUPATIONAL SAFETY AHD HEALTH ACT (OSHA)2.14 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)2.15 UNDERWRITERS LABORATORIES (UL) LISTING AND LABELING FOR ALL MATERIALS
AND EQUIPMENT WHERE APPLICABLE STANDARDS EXIST
3.0 General Items3.1 ALL CIRCUITS SHALL BE IDENTIFIED IN JUNCTION BOXES, PULL BOXES, CONTROL
PANELS, PANELBOARDS, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS.IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES.
3.2 ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR ILLUSTRATIONPURPOSES. CONTRACTOR SHALL VERIFY AND COORDINATE EXACT LOCATIONAND SIZE WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TOANY INSTALLATION AND THEN INSTALL AS SUCH WITH CORRESPONDINGCONDUIT STUB-UPS.
3.3 SEE OTHER DISCIPLINE DRAWINGS FOR COORDINATION OF ALL DRAWINGS. ANYCONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION ANDMOVEMENT OF CONDUITS OR OTHER ELECTRICAL EQUIPMENT SHALL BEACCOMPLISHED WITHOUT ANY ADDITIONAL COST FOR THE OWNER.
3.4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRINGINSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT (PACKAGE SYSTEMS). IFTHE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THECONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISEDDESIGN FOR THE ENGINEER'S APPROVAL ALONG WITH THE SHOP DRAWINGS.THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE REDESIGN NORFOR ANY ADDITIONAL CONDUITS AND WIRING. DURING SUBMITTAL THECONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES FOR ALL PACKAGEDSYSTEMS SUCH AS HVAC, EXHAUST FANS, MIXERS, CHEMICAL PUMPS ETC. ANDMODIFY ALL BREAKERS IN MCC'S AND PANELBOARDS ACCORDINGLY WITHOUTANY ADDITIONAL COST TO THE OWNER.
3.5 CONTRACTOR SHALL RESTORE SIDEWALKS, ROADWAYS, SOD AND SPRINKLERSYSTEM PIPING TO MATCH EXISTING, AFTER THE COMPLETION OF THE CONDUITAND PULLBOX INSTALLATION.
3.6 ELECTRICAL EQUIPMENT SHALL BE DEFINED AS ANY ELECTRICAL DEVICE USED INCONJUNCTION WITH OTHER EQUIPMENT REQUIRING ELECTRICITY FOROPERATION. THIS INCLUDES BUT IS NOT LIMITED TO: DISCONNECT SWITCHES,JUNCTION BOXES, PANELBOARDS, TRANSFORMERS, LIGHTING FIXTURES, MOTORSTARTERS, SWITCHGEAR, MOTOR CONTROL CENTERS, CONTROLS, LOCALCONTROL PANELS.
3.7 ALL REFERENCES TO STAINLESS STEEL (SS) SHALL MEAN TYPE 316 STAINLESSSTEEL UNLESS OTHERWISE NOTED.
3.8 ALL ELECTRICAL EQUIPMENT IN DESIGNATED CORROSIVE AREAS SHALL BE NEMA4X 316 STAINLESS STEEL OR NON-METALLIC (FRP).
3.9 OUTDOOR LIGHTING FIXTURES SHALL BE COPPER FREE ALUMINUM.3.10 CONTRACTOR SHALL PROVIDE AS PART OF THE ELECTRICAL SUBMITTAL, A
LAYOUT OF THE ELECTRICAL ROOM SHOWING SIZES OF ALL EQUIPMENTINCLUDING LIGHTING, AND HVAC WITH THEIR SPATIAL RELATIONSHIPS.
3.11 CONTRACTOR SHALL PROVIDE AND INSTALL WIRE ID TAGS ON ALL WIRING THATINTERFACES WITH OTHER EQUIPMENT. INSTRUMENTATION WIRING SHALL USESIGNAL ID TAG FROM I/O LIST UNLESS OTHERWISE NOTED.
4.0 Operation and Maintenance Manuals4.1 CONTRACTOR SHALL PROVIDE AN OPERATION AND MAINTENANCE MANUAL PER
FBC EC C405.7.4.2 INCLUDING:1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTION FOREACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE.2. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENTREQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALLBE CLEARLY IDENTIFIED3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY
4.2 SEE SPECIFICATIONS FOR ADDITIONAL DETAILS
5.0 Project Coseout5.1 CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE OWNER AND
ENGINEER WITHIN 30 DAYS OF PUMP STATION ACCEPTANCE. THESE SHALLINCLUDE PER FBC EC C405.7.4.1:
5.2 A LAMINATED AND FRAMED MINIMUM 11X17 INCH SINGLE LINE DIAGRAM OFTHE SITE ELECTRICAL SYSTEM SHALL BE PROVIDED FOR INSTALLATIONADJACENT TO THE MAIN ELECTRICAL GEAR.
5.3 PLAN VIEWS OF COMPLETE PUMP STATION
6.0 Raceways6.1 CONDUITS RUN IN PARALLEL: INSTRUMENTATION CONDUITS SHALL HAVE A
MINIMUM SEPARATION FROM POWER CONDUITS AS INDICATED IN TABLEWHETHER CONCRETE ENCASED DUCT BANKS, DIRECT BURIED, SURFACE ORRACKS: VOLTAGE DISTANCE 4160V 3 FT 480V 2 FT 120V 1 FT
6.2 NOT ALL CONDUITS SHOWN ON RISER AND ONE-LINE DIAGRAMS ARE SHOWNON BUILDING LAYOUTS. CONTRACTOR SHALL SUPPLY ALL CONDUITS ANDCABLES AS SHOWN ON RISERS AND ONE-LINE DIAGRAMS.
6.3 EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL ORPERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OFVERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OFSYMMETRICAL BENDS OR PULL BOXES AS INDICATED ON THE DRAWINGS. BENDSAND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE.
6.4 THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OFCONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SOTHAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS.
6.5 CONTRACTOR SHALL CORE DRILL EXISTING CONCRETE WALLS, FLOORS,MANHOLES, HAND HOLES AND PULL BOXES FOR CONDUIT PENETRATIONS. SEALPENETRATIONS WITH NON-SHRINK GROUT OR APPROPRIATE FIRE RATEDDEVICES WHERE APPLICABLE.
6.6 ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALLBE INSTALLED WITH U.L. APPROVED DEVICES AND OR FIRE RATED SEALINGCOMPOUND TO MAINTAIN THE FIRE RATING OF THE WALL OR FLOORPENETRATED.
6.7 PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS.6.8 ALL SPARE, ABANDONED, OR EMPTY CONDUITS SHALL BE SEALED WITH A CAP
AT BOTH ENDS AND A PULL STRING INSTALLED WITH IDENTIFICATION OF OTHEREND LOCATION AT BOTH ENDS.
6.9 FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHERVIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 36" IN LENGTH.
6.10 ALL METALLIC CONDUITS BELOW GRADE TO A MINIMUM ELEVATION OF 12INCHES ABOVE GRADE SHALL BE ASPHALT COATED ALUMINUM RIGID METALCONDUIT (RMC).
6.11 ALL METALLIC CONDUITS 12 INCHES AND GREATER ABOVE GRADE SHALL BEALUMINUM RMC.
6.12
ALL REFERENCES TO RMC SHALL MEAN RIGID ALUMINUM CONDUIT
UNLESS OTHERWISE NOTED.
6.13
NOT USED THIS PROJECT
6.14 RIGID GALVANIZED STEEL CONDUIT SHALL BE USED FOR
INSTRUMENTATION WIRING.
7.0 Duct Banks & Manholes7.1 LOCATIONS OF MANHOLES, HANDHOLES AND PULL BOXES ARE APPROXIMATE.
CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH EXISTING AND NEWPIPING OR CONDUIT AND ADJUST ACCORDINGLY.
7.2 COLORED WARNING TAPE 6" WIDE SHALL BE INSTALLED 8" BELOW FINISHEDGRADE DIRECTLY ABOVE ALL UNDERGROUND YARD CONDUITS ACCORDING TOTHE FOLLOWING SCHEDULE:
7.3 POWER: RED7.4 ALL OTHER CONDUITS: GREEN7.5 ALL EXCAVATIONS FOR CONDUITS, HANDHOLES, MANHOLES AND PULLBOXES
NEAR EXISTING PIPING, CONDUIT AND EQUIPMENT SHALL BE HAND EXCAVATEDAND COORDINATED WITH PLANT ENGINEER AT JEA.
7.6 MINIMUM DEPTH FROM TOP OF DUCT BANKS OR CONDUITS TO FINISHEDGRADE SHALL BE 24" UNLESS OTHERWISE NOTED.
7.7 IF CONCRETE ENCASED DUCT BANKS INCLUDE POWER WITH ANY TYPE OFSIGNALS EXCEPT FIBER OPTIC CABLE, ALL CONDUITS SHALL BE METALLIC.
7.8 CONCRETE DUCT BANKS WITH POWER ONLY WIRING MAY BE PVC UNLESSOTHERWISE NOTED ON THE DRAWINGS.
7.9 SLOPE DUCT BANKS A MINIMUM 3 INCHES PER 100 FEET DOWN AWAY FROMBUILDINGS.
7.10 DUCT BANK CONCRETE SHALL BE MINIMUM CLASS C 2500 PSI
8.0 Conductors8.1 ALUMINUM CONDUCTORS SHALL NOT BE USED FOR THIS PROJECT.8.2 CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S
RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL BOXES TO MEETMANUFACTURER'S REQUIREMENTS.
8.3 COPPER CONDUCTORS FOR POWER WIRING WITH A VOLTAGE GREATER THAN240V TO GROUND SHALL BE XHHW-2. OTHER POWER WIRING SHALL BE EITHERXHHW OR THWN STRANDED COPPER WIRING.
8.4 BRANCH CIRCUITS EXCEEDING 100 FT IN LENGTH SHALL BE WIRED WITHMINIMUM #10 AWG COPPER WIRES. CONTRACTOR SHALL VERIFY REQUIREDWIRE SIZE WITH VOLTAGE DROP CALCULATIONS.
9.0 Boxes
9.1 ALL ENCLOSURES, TJB, WIREWAY, PULL BOXES ETC. SHALL CONTAIN AGROUNDING BUS. CONNECT ALL RACEWAY BONDS TO THIS BUS VIAGROUNDING BUSHING AND EXTEND BONDING JUMPER FROM THIS BUS TO THEENCLOSURE.
9.2 ALL JUNCTIONS BOXES, LOCAL CONTROL PANELS, DISCONNECT SWITCHES ANDINSTALLATION HARDWARE INSTALLED OUTDOORS SHALL BE 316 STEEL.
10.0 Panels10.1 ALL CONTROL PANELS SHALL BE CONSTRUCTED BY A UL 508A APPROVED PANEL
VENDOR AND SHALL BEAR A UL 508A LABEL ON THE PANEL.10.2 TYPEWRITTEN AND LAMINATED PANEL SCHEDULES SHALL BE INSTALLED IN EACH
PANELBOARD, AND TYPEWRITTEN TERMINAL BLOCK SCHEDULES IN EACHCONTROL CABINET.
10.3 ALL PANELBOARDS SHALL INCLUDE AN INTEGRAL FACTORY INSTALLED SURGEPROTECTION DEVICES (SPD AKA TVSS).
10.4 CONTRACTOR SHALL BALANCE PANELBOARD LOADS AT THE END OF THEPROJECT.
11.0 Grounding11.1 GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC, ARTICLE 250. THE
GROUNDING SYSTEM TEST SHALL NOT EXCEED A 48 HOUR SPAN DRYRESISTANCE OF 10 OHMS. ADDITIONAL GROUNDING TO MEET THISREQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING ANDBONDING CONNECTIONS SHALL NOT BE PAINTED. ALL GROUNDINGCONNECTIONS SHALL BE EXOTHERMIC UNLESS SPECIFICALLY INDICATEDOTHERWISE.
11.2 AN EQUIPMENT GROUND WIRE SIZED PER NEC SHALL BE PULLED IN ALLELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATEDON THE PLANS.
12.0 Instrumentation12.1 INSTRUMENTATION IS LOW VOLTAGE SIGNALS SUCH AS 4-20MA, TELEPHONE
COMMUNICATION, FIRE ALARM COMMUNICATION. POWER CONDUITS SHALLONLY CROSS INSTRUMENTATION CONDUIT PERPENDICULARLY AT RIGHT ANGLESWITH 6" SEPARATION.
12.2 THE POWER AND SIGNAL SIDES OF ALL EXTERIOR INSTALLED INSTRUMENTATIONSHALL HAVE SURGE PROTECTION AND SHALL BE GROUNDED TO A SEPARATEGROUND ROD AT THE INSTRUMENT.
12.3 INSTRUMENTATION GROUND SHALL BE A #6 AWG COPPER CONNECTED TO THEGROUND GRID OR CONNECTED TO A DRIVEN GROUND. #6 GROUND WIRE SHALLBE INSTALLED IN CONDUIT WHERE EXPOSED. GROUND RODS SHALL BE 5/8" OR3/4" BY A MINIMUM OF 20' IN LENGTH, AS INDICATED ON THE DRAWINGS.
12.4 CONTRACTOR SHALL INSTALL A SWITCH TO DISCONNECT POWER AT EACH FOURWIRE INSTRUMENT.
13.0 Signage13.1 CONTRACTOR SHALL PROVIDE SIGNAGE PER NEC 110.24 AND NEC 702.7 AT THE
SERVICE ENTRANCE EQUIPMENT.13.2 CONTRACTOR SHALL PROVIDE SIGNAGE PER NFPA 110 FOR THE EMERGENCY
SHUT-OFF BUTTON LOCATED ON THE NORTH EAST OUTSIDE CORNER OF THEELECTRICAL BUILDING.
13.3 CONTRACTOR SHALL PROVIDE SIGNAGE PER NFPA 704 FOR THE FUEL SUPPLY.13.4 CONTRACTOR SHALL PROVIDE AND INSTALL ARC-FLASH HAZARD WARNING
LABELS PER NEC 110.16 AND 110.21. THESE RULES APPLY AS A MINIMUM TOSWITCHBOARDS, SWITCHGEAR, PANELBOARDS, MOTOR CONTROL CENTERS,INDUSTRIAL CONTROL PANELS, METER SOCKET ENCLOSURES, AND ENCLOSEDCIRCUIT BREAKERS. CONTRACTOR SHALL SUBMIT SHORT CIRCUIT AND ARCFLASH CALCULATIONS FOR REVIEW.
14.0 Electrical Devices (Sw and Recp)14.1 ALL RECEPTACLES SHALL BE INSTALLED 18" AFF UNLESS OTHERWISE NOTED.
LIGHT SWITCHES SHALL BE MOUNTED 48" AFF UNLESS OTHERWISE NOTED.14.2 ALL RECEPTACLES WITHIN 6' OF A SINK SHALL BE GFI.14.3 CONTRACTOR SHALL PROVIDE, INSTALL, TERMINATE AND TEST NEW STATION
TELEMETRY EQUIPMENT. SEE DATA FLOW SCADA SYSTEMS (DFS) NOTES BELOW.
JOHN C. BURKE, PE NO. 17301
1 BID
05/19
J.P.S.
J.C.B.
J.M.B.
J.M.B.
E02
ELECTRICAL LEGEND AND
SYMBOLS
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BID SET
42015-008
8003982
MAY 2019
J.P.S.
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT N0.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
LAKESHORE WATER TREATMENT PLANT
WELLHEAD NO. 2 REHABILITATION
HAZEN AND SAWYER
6675 CORPORATE CENTER PKWY, SUITE 330
JACKSONVILLE, FLORIDA 32216
ABBREVIATIONS
ABBR.
DESCRIPTION
A
AMMETER, AMPERE
AC ALTERNATING CURRENT
AF CB AMPERE FRAME SIZE
AFD
ADJUSTABLE FREQUENCY DRIVE
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISTICTION
AIC SYMM. AMPS INTERRUPTING CAP.
AL ALUMINUM
ARC ALUMINUM RIGID CONDUIT
AS AMMETER SENSOR OR SWITCH
ASYM ASYMMETRICAL
AT CB AMPERE TRIP SETTING
ATS AUTOMATIC TRANSFER SWITCH
AUX AUXILIARY
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
BCG BATTERY CHARGER
BSDG BUILDING
C
CONDUIT, CONTACTOR
CB CIRCUIT BREAKER
CDB CONC ENCASED DUCT BANK
CKT CIRCUIT
CMS COMBINATION MOTOR STARTER
CNTL CONTROL
C.O. CONDUIT ONLY
CONC CONCRETE
CPT CONTROL POWER TRANSFORMER
CR CONTROL RELAY
CT CURRENT TRANSFORMER
D DUCT BANK
DC DIRECT CURRENT
DEF DIESEL EXHAUST FLUID
DPM DIGITAL POWER MONITOR
EC EMPTY CONDUIT
ECDB EX CONC ENCASED DUCT BANK
ECP
EQUIPMENT CONTROL PANEL
EF EXHAUST FAN
EG EMERGENCY GENERATOR
EMH
ELECT MANHOLE (SEE MAS)
EMT ELECTRICAL METAL TUBING
ENCL ENCLOSURE
EPB EXISTING PULLBOX
EQUIP EQUIPMENT
ERMC-A
ELECTRICAL RIGID METAL CONDUIT -
ALUMINUM
ERMC-S
ELECTRICAL RIGID METAL CONDUIT -
STEEL
ETM ELAPSED TIME METER
EX EXISTING
FDR FEEDER
F,FU
FUSE
FI FLOW INDICATOR
FLA FULL LOAD AMPS
FLEX FLEXIBLE CONDUIT
FLR FLOOR
FLUOR FLUORESCENT
FLVC FULL VOLTAGE LIGHTING CONTACTOR
FM FLOW METER
F.O. FAIL OPEN
FOC FIBER OPTIC CABLE
FS FLOW SWITCH
FT FLOW TRANSMITTER
FUT FUTURE
FVNR FULL VOLTAGE NON-REVERSING
G
GREEN, GROUND
GALV GALVANIZED
GDR GROUNDING RESISTOR
GEC GROUNDING ELECTRODE CONDUCTOR
GEN GENERATOR
GFCI GROUND FAULT CIRCUITINTERRUPTER
GFR GROUND FAULT RELAY
GND GROUND
GRS/RMCGALVANIZED RIGID STEEL (CONDUIT)
GTB GENERATOR TIE BREAKER
ABBREVIATIONS
ABBR.
DESCRIPTION
HH HANDHOLE
HID HIGH INTENSITY DISCHARGE
HOA
HAND/OFF/AUTO
HOR
HAND/OFF/REMOTE
HP HORSEPOWER
HPS HIGH PRESSURE SODIUM
HTR HEATER
HV HIGH VOLTAGE
HVAC
HEAT, VENTILATION, AIR COND.
HZ
HERTZ (FREQUENCY)
IC INTERRUPTING CAPACITY
ID INSIDE DIAMETER
IMC INTERMEDIATE METAL CONDUIT
INST INSTANTANEOUS
I/O INPUT / OUTPUT SIGNALS
IP INSTRUMENT PANEL
JB JUNCTION BOX
K KEY OR KIRK KEY INTERLOCK
kcmil 1000 CIRCULAR MILS
kV KILOVOLTS
kVA KILOVOLT-AMPERE
kVAR KILOVOLT-AMPERE REACTIVE
kW KILOWATT
kWhKILOWATT-HOUR
LA LIGHTING ARRESTER
LC LOAD CENTER
LCP LOCAL CONTROL PANEL
LFMC
LIQUID TIGHT FLEX METAL CONDUIT
LP-# LIGHTING PANEL NUMBER #
LR
LOCAL/REMOTE OR LATCHING RELAY
LRA LOCKED ROTOR AMPS
LS LIMIT SWITCH
LTC LIGHTING CONTACTOR
LTG LIGHTING
LV LOW VOLTAGE
M MOTOR OR MOTOR CONTACTOR
MAS MAINTENANCE ACCESS STRUCTURE
MA MILLIAMPS
MAX MAXIMUM
MBS MANUAL BYPASS SWITCH
MC METAL CLAD
MCA MAXIMUM CIRCUIT AMPS
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDP MAIN DISTRIBUTION PANEL
MERC MERCURY VAPOR
MFG MANUFACTURER
MFR MULTI-FUNCTIONAL RELAY
MGB MAIN GROUNDING BUS
MI MECHANICAL INTERLOCK
MLO MAIN LUGS ONLY
MOCP MAXIMUM OVERCURRENT PROTECTION
MOV MOTOR OPERATED VALVE
MPZ MINI-POWER ZONE
MSC MFR SUPPLIED CABLE
MTS MANUAL TRANSFER SWITCH
MT MOUNT
MTD MOTOR TEMPERATURE DETECTOR
MV MEDIUM VOLTAGE
N NEUTRAL
NA NOT APPLICABLE
NC NORMALLY CLOSED
NEMA NATIONAL ELEC. MFR. ASSOC.
NF NON-FUSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NP NAMEPLATE
NTS NOT TO SCALE
OC OCCUPANCY CONTROL
OD OUTSIDE DIAMETER
OL OVERLOAD
OH OVERHEAD
OWS OPERATOR WORK STATION
ABBREVIATIONS
ABBR.
DESCRIPTION
P POLE
PB PULL BOX OR PUSH BUTTON
PC PHOTOCELL
PCP PROCESS CONTROL PANEL
PF POWER FACTOR
PH PHASE
PLC PROGRAMMABLE LOGIC CONTROLLER
PM PHASE MONITOR
PMU POWER MONITOR UNIT
PNL PANEL
PP
POWER PANEL (480VAC)
PR PAIR
PS PRESSURE SWITCH
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE CONDUIT
PWR POWER
RCPT RECEPTACLE
REF REFERENCE
REQD REQUIRED
RGS RIGID GALVANIZED STEEL CONDUIT
RMC RIGID METAL CONDUIT
RM ROOM
RMS
ROOT MEAN SQUARE
RS RIGID STEEL
RTD RESISTANCE TEMPERATURE DETECTOR
RTU REMOTE TELEMETRY UNIT
RVSS REDUCED VOLTAGE SOFT STARTER
SA SURGE ARRESTER
SC SURGE CAPACITOR
SEC SECONDARY
SEL SELECTOR
SF SUPPLY FAN
SH SPACE HEATER
SLD SINGLE LINE DIAGRAM
SMH SIGNAL MAINTENANCE HOLE
S/N
SOLID NEUTRAL
SPEC SPECIFICATIONS
SPD SURGE PROTECTIVE DEVICE
SSRVS SOLID STATE REDUCED VOLTAGE ST.
SST STAINLESS STEEL
SUB SUBSTATION
SV SOLENOID VALVE
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
SYM SYMMETRICAL
SYS SYSTEM
T THERMOSTAT
TB TERMINAL BLOCK
TDR TIME DELAY RELAY
TE TERMINAL ENCLOSURE
TEL TELEPHONE
TEMP TEMPERATURE
TJB TERMINAL JUNCTION BOX
TS THERMAL SWITCH
TSP TWISTED SHIELDED PAIR
TVSS TRANSIENT VOLTAGE SURGE SUPPR.
TYP TYPICAL
UGE UNDERGROUND ELECTRIC UTILITY
U/G
UNDERGROUND
UPS UNINTERRUPTIBLE POWER SUPPLY
UVR UNDERVOLTAGE RELAY
V VOLT OR VOLTMETER
VA VOLTAMPERE
VAR VOLTAMPERE REACTIVE
VFD
VARIABLE FREQUENCY DRIVE
VS VOLTMETER SWITCH
W WATT
WHD WATTHOUR DEMAND METER
WP WEATHER PROOF
WW WIREWAY
XFMR TRANSFORMER
XMTR TRANSMITTER
XP EXPLOSION PROOF
Z IMPEDANCE
J
F
F
W
FIRE ALARM STROBE LIGHT
FIRE ALARM PULL STATION
TELEPHONE/DATA RECEPTACLE MOUNTED FLUSH IN FLOOR
ELEVATOR WARNING LIGHT
LPA-2
YCX
DB
30
X
X
[B2]
P-
CRE-
D-
K-
CONDUIT, STUBBED AND CAPPED AS SHOWN
GROUND WIRE, 4/O CU UNLESS OTHERWISE NOTED
DIRECT BURIED CONDUIT
THREE WAY
FOUR WAY
WEATHERPROOF
3-
WP-
4-
DOUBLE POLE
2-
YARD CONDUIT. REFER TO YARD CONDUIT SCHEDULE
KEY OPERATED
CORROSION
PILOT LIGHT
RESISTANT
DIMMER
UNDERGROUND CONDUIT AND CONDUCTORS*
LIGHTING FIXTURE POWER AND SWITCHING LEGEND
EXPOSED CONDUIT AND CONDUCTORS*
HOME RUN - PANEL AND CIRCUIT NUMBER SHOWN
RECEPTACLE, SPECIAL PURPOSE - AMPERAGE AS INDICATED.